STATE OF CALIFORNIA - CALIFORNIA STATE TRANSPORTATION AGENCY

Gavin Newsom, Governor


DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

MATERIALS ENGINEERING AND TESTING SERVICES

Concrete Materials Testing Branch

5900 Folsom Blvd.

Sacramento, CA 95819

916-227-7205

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Contract # 02378904 Cty SHA Rte 5 PM R63.2/R65.8

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Time Bade

Date Reported:

04/19/2016

Address:

TL Number:

852902

City:

Project Name: BRIDGE REPLACEMENT

Prime Contractor: TUTOR-SALIBA CORPORATION

Sample Taken Date:

04/05/2016

Mix Design:

Unknown

Contractor: Unknown

Location: IN SHASTA COUNTYNEAR LAKEHEAD FROM 0.3 KM NORTH OF ANTLER SUMMIT OVERCROSSING TO 0.5 KM NORTH OFANTLER UNDERPASS

Structure unique identifier: Unknown

Structure name: Unknown

Location of Pour: abut 6 void repair


The following testing has been tested in accordance with:

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

SpecimenAverage diameter of cylinder (in)Cross sectional area of cylinder (in^2)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
13.007.071078604
23.007.071110202
33.007.071046101

DIME Test ID: 2016-04-05-7-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15250
Comment on any defect in either specimen or caps (Max 250 Characters): ground ends, no capping
Age of specimen: 14 days
Certified By: Mike Mullins



Summary of Items Observed and Conversations:

Comments: This report is for the purpose of reporting test results.
Should you require recommendations concerning repairs or remedial efforts please contact the METS representative,
who represents the Materials Engineering and Testing Services for your project.

*Subject to final inspection by the Resident Engineer.




TL- Report of Laboratory Testing